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e <br />ft <br />L <br />I 6- 6 — <br />6-06 BARS , 1 TOP & ,BOTTOM <br />I 1-90*1100K ONE_ <br />SP,4rZ- AS 6 6' /N TOP <br />ENO- TYP ,� c 31 & I a — / = S' TYiP <br />1+ CO <br />op <br />8 - F c-Ep <br />55¢¢ de kw "T ., h <br />N EL E!! Opt4D <br />BENTS Z - 3 -� <br />�4 BARS 8- �`�' (�] SPACE i .3 =0" *•• <br />5- r¢ BARS P /2 " 6 -"6 /N BOTTOM <br />NOTE: C-C BEL OW EACH SEE DETAIL T <br />p si SECTION L L <br />3"CLEAR COVER ON COL UMN L SACRAMENTO ROAD <br />MAIN FOOTING STEEL DA W S IOA O -- TYP/CA L <br />S ALE:IF <br />'s /=0" <br />/-9-/0 r <br />KEYED CONS?-R ✓DINT, I <br />TYP. ON A8&r & i <br />/LATER. BENTS <br />7-*4 BARS C,40,Y <br />II WAY 608-" <br />N 4Z CV 10 ABV7- / <br />f44V 8".A8U7- *S- <br />EACH WAY <br />NOTE : ; <br />3" CLEAR COVER ON A[L <br />MAIN FOOT/LAG STEEL <br />13'-/0" <br />STEEL NOT k C� <br />SHOWN I <br />i <br />I ( � <br />t� <br />f'ODT/NG 8L OCfC DETAIL T <br />AS CONCRETE TYp/CAL 0,f STIRRUP <br />RZ-QU/RED SY THE- —NG /NEfR, $A CRA MENTO ROAD 49 <br />7'rP. 014MN5I0NS ALL-Foor/iVGs DA Y15 R0.4 <br />IVO SCAL <br />DAVIS ROAD <br />36 - 7 <br />¢-9J" 4F <br />6 _*6 BAR,.T '�,¢ B RS L <br />90 HOOK ONE SP S _+� <br />END -TYP. SIy `yNi4 1 6 6 ,�V TOP <br />@ S <br />I <br />#� BARS L <br />,� 6- /N BOTTOM P S,�* <br />/,C- BARS 60 /Z 8 - �' [P SPA CE <br />NOTE: C-C BELOW AS SHOWN <br />3" CLEAR COVER 0A1 A[L EACH COLUMN SEE OETA/L 'T" <br />MA/N FOOT/NG STEEL <br />i 1 <br />KEYED CONSTR. /O/N r <br />TYP. ON ABUT. & <br />/LATER BENTS ' <br />7' '4 9,4RS EACH <br />WAY (9�" I STEEL /YDT 1 <br />I SHOWN <br />ti49 - ELEK /O' ABC/T. <br />ELEI! /0* ABUT. #6 <br />67 0" � <br />EACH ` 4V SCALE: /'& 4f=0" <br />NOTE <br />tQ <br />ZZ <br />W <br />W� <br />� SKE`Y <br />¢.20. IJ <br />a <br />DA VIS Q <br />+ <br />+ + <br />ROAD <br />o <br />+ <br />I + <br />2 SP4ces0) /$ L9, " <br />BRIDGE, <br />9 <br />SACRAMENTO <br />,90A0 <br />FOOTING - BL OCK CONCRETE A5 - <br />EQUIRED BY THE - ENGINEER <br />'P. DIMENSIONS- ALL fOOT/Nd&- <br />WHEN DEPTH OF CONCRETE <br />ABOVE THE COL. CUT -Off <br />IS LESS THAN /'-6 " ALL <br />BARS SHALL BE eiNT AS <br />SHOWN. <br />SLAB STEEL NOT S//OWNJ <br />SPIRAL STEEL NOT SHOWN-1 <br />9jce,5 <br />" 1 -- Z SPACES <br />/6 — 3 SPACES @ 9=2g" <br />6 <br />CHANNEL <br />FOUNDATION PLAN. <br />SCALE: /"=t0' <br />2SPACES 6a <br />/7A `/0 r <br />0 <br />TOP OF SLAB <br />/ , P"M/N. CLEAR <br />r <br />cm. CUTOFF <br />., Ys <br />/N TERMED/ATE BENT CAP <br />/YO SCALE <br />I <br />y <br />*6 TOTA L 6 <br />+ OCTAGONAL OR <br />C/RC(/LAR SECT/ON, <br />OPT/ONAL <br />/I CL EAR <br />SECT/ON Q-Q <br />SCAL E <br />*s N//RE (9 if YP/TCH <br />C� <br />- * FOOT/NG <br />6-*BARS —� <br />HOOK ALL <br />BAR5 AS SHOWN <br />O Kj* <br />FOOT/LAG STEEL O <br />NOT SHDl�/N <br />h 40 <br />4 <br />3 JPA CES a� B Z/I8 a <br />;r <br />1 <br />9 ACES <br />011A NNE L <br />FOUNDATION PL A N <br />SCA L E : / "= 20' <br />3" CZ EAR COMER ON ALL <br />MAIN FOOT/LAG STEEL SACRAMENTO ROAD BRIDGE <br />ev <br />`� T ,. • <br />• i <br />TYPiCA L. COL UMIV <br />SCALE: ~_ / =0" <br />'v <br />State of California • <br />THE RECLAMATION BOARD <br />BEAR CREEK PROJECT <br />COUNTY OF SAN ✓OAQU/N <br />SACRA MEN TO ROAD & DAY/5 ROAD <br />AT BEAR CREEK <br />FOOT/NG if FOUNDATION PZ AN <br />PREPARE APPROVED. ,Ve. 6797 - <br />lrE.IZZS7 <br />. ✓1111i ASSOC. e&jk j W. R. _ <br />SUBMITTED: 6�7�rWC�A-,rCX/iFFEy✓�ik, <br />C. TO /a ONSrR E'NOR YR. 9 SHEET <br />RECOMMENDED: 6 <br />Al <br />Of�fi <br />• .. ' - . , , '. _ MAP <br />Y <br />